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Modeling uncertainty of specimens employing spines and force‐limiting connections tested at E‐defense shake table

Author(s): ORCID (Department of Civil and Environmental Engineering Stanford University Stanford California USA)
(School of Civil and Construction Engineering Oregon State University Corvallis Oregon USA)
(Department of Civil and Environmental Engineering Lehigh University Bethlehem Pennsylvania USA)
ORCID (Department of Civil and Environmental Engineering Stanford University Stanford California USA)
ORCID (Department of Civil and Environmental Engineering University of Illinois Urbana‐Champaign Urbana Illinois USA)
ORCID (Department of Civil and Environmental Engineering Lehigh University Bethlehem Pennsylvania USA)
ORCID (Department of Civil and Environmental Engineering Lehigh University Bethlehem Pennsylvania USA)
ORCID (Disaster Prevention Research Institute Kyoto University Kyoto Japan)
ORCID (Division of Architectural and Structural Design Hokkaido University Sapporo Japan)
(Hyogo Earthquake Engineering Research Center National Research Institute for Earth Science and Disaster Resilience Miki‐shi Japan)
(Department of Civil and Environmental Engineering University of Illinois Urbana‐Champaign Urbana Illinois USA)
ORCID (Division of Architectural and Structural Design Hokkaido University Sapporo Japan)
Medium: journal article
Language(s): English
Published in: Earthquake Engineering and Structural Dynamics, , n. 14, v. 52
Page(s): 4638-4659
DOI: 10.1002/eqe.3976
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1002/eqe.3976.
  • About this
    data sheet
  • Reference-ID
    10735057
  • Published on:
    03/09/2023
  • Last updated on:
    14/01/2024
 
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